CN212427244U - Cylindrical unit type vibration isolation ditch - Google Patents
Cylindrical unit type vibration isolation ditch Download PDFInfo
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- CN212427244U CN212427244U CN202020687405.8U CN202020687405U CN212427244U CN 212427244 U CN212427244 U CN 212427244U CN 202020687405 U CN202020687405 U CN 202020687405U CN 212427244 U CN212427244 U CN 212427244U
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- concrete cylinder
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Abstract
A cylindrical unit type vibration isolation ditch belongs to the field of building vibration isolation and comprises an outer layer reinforced concrete cylinder, an inner layer reinforced concrete cylinder, a bottom plate, a foam concrete block and a cover plate, wherein the inner layer reinforced concrete cylinder is arranged inside the outer layer reinforced concrete cylinder, the circular cover plate is arranged at the top of the outer layer reinforced concrete cylinder and the top of the inner layer reinforced concrete cylinder, the circular bottom plate is arranged at the bottom of the outer layer reinforced concrete cylinder and the circular cover plate is arranged at the top of the inner layer reinforced concrete cylinder, and the foam concrete block is filled in the outer layer reinforced concrete cylinder. The utility model discloses the vibration isolation effect is obvious, has obvious guard action to the building, because is the utility model discloses a prefabricated component, convenient and fast and transportation convenience during so the construction.
Description
Technical Field
The utility model belongs to the technical field of the building vibration isolation, especially, relate to a cylinder unit formula vibration isolation ditch.
Background
Along with the continuous development and progress of human society, the problems caused by vibration are more and more extensive, the quantity of the vibration generated in production and living of people is increased day by day, the life of people is influenced constantly, and a plurality of buildings with extremely high cultural historical value and great humanistic significance in China are threatened. Particularly, vibration caused by building or road construction and traffic vibration is vibration which is propagated from a vibration source to four places, and is elastic wave radiated to the periphery from the vibration source. The wave propagation method can be divided into three types, namely longitudinal waves (P waves), transverse waves (S waves) (both the longitudinal waves and the transverse waves belong to body waves) and surface waves (L waves).
The damage of the vibration to the building is found in the following three points: the transverse wave causes the horizontal swing of the building, which causes the damage of the building and has great destructive power. The method is equivalent to applying repeated action force in the horizontal direction to a house building, and when the magnitude and the caused deformation exceed the limit of the vibration resistance of a building beam structure, the whole building can be inclined or toppled to cause damage; the longitudinal wave makes the building produce jolt from top to bottom, because some buildings are long in the past, its vertical stability is relatively poor, when the vibration is great, can make the bottom increase very big dynamic load as load-carrying members' post in the twinkling of an eye, the dead weight on stack upper portion, when surpassing bottom post bearing capacity, thereby the bottom post can collapse and lead to destroying. 3. The buildings are affected by foundation soil disturbance generated by surrounding vibration sources and low-frequency and micro-vibration actions for a long time, and the buildings can generate permanent and irreversible fatigue damage, so that the safety of the buildings is obviously reduced, and various diseases occur.
The vibration isolation measure of the vibration isolation trench is that a vibration isolation barrier is arranged on a propagation path of vibration waves to damage the propagation path of the vibration waves, so that the loss of the energy of the vibration waves is caused, and the purpose of reducing or even eliminating the influence of the vibration waves on a protected building is achieved.
Current barrier vibration isolation is largely divided into two broad categories, namely continuous vibration isolation barriers and discontinuous barriers. The continuous vibration isolation barrier is typically represented by a vibration isolation trench, when an artificial vibration source with higher vibration frequency and earthquake vibration are performed, the properly designed vibration isolation trench can play a good vibration isolation effect, but part of vibration sources with lower vibration frequency have generally longer wavelength, if the hollow trench is selected as the vibration isolation barrier, the hollow trench is required to have great depth, the requirement has great operation difficulty in actual construction, if a continuous wall is selected as the vibration isolation barrier, a very large engineering quantity can be generated, the construction cost is greatly improved, and particularly, when the geological conditions of a construction site are very poor, the construction difficulty and the construction cost can be greatly improved. The foam concrete, also called foam concrete, is to add chemical foaming agent or physical foaming agent into slurry made of gelled material, admixture, modifier, brine, etc. after foaming, through mixing and stirring, pouring and forming, natural curing forms a new light material containing a large amount of closed air holes, its material selection is convenient, the manufacturing cost is low, and the foam concrete block made of fly ash, sand, stone powder, tailings, building rubbish, calcium carbide powder as the main raw materials, its technical performance meets the national standard requirement of "foam concrete block"; and the foam concrete block is a porous material and has low elastic modulus, so that the foam concrete block has good absorption and dispersion effects on shock impact load and can consume the energy of vibration waves in the vibration propagation process.
Therefore, the method for reducing the influence of the surrounding vibration on the building by constructing the vibration isolation trench using the foam concrete as the filling material has important economic significance and environmental protection significance.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem that exists, the utility model provides a cylinder unit formula vibration isolation ditch mainly is obvious, simple structure, safe and reliable, the convenient and construction convenience's of transportation vibration isolation ditch in order to develop a vibration isolation effect, can effectual reduction surrounding vibration to the influence of building.
The utility model adopts the technical scheme as follows:
a cylindrical unit type vibration isolation trench is of a prefabricated structure and consists of a plurality of vibration isolation units, each vibration isolation unit comprises an outer layer reinforced concrete cylinder, an inner layer reinforced concrete cylinder, a bottom plate, a foam concrete block and a cover plate, the outer layer reinforced concrete cylinder and the inner layer reinforced concrete cylinder are prefabricated structures and prefabricated reinforced concrete members, the outer layer reinforced concrete cylinder and the inner layer reinforced concrete cylinder are cylindrical and are arranged in the vibration isolation trench, the inner layer reinforced concrete cylinder is arranged inside the outer layer reinforced concrete cylinder, the top parts of the outer layer reinforced concrete cylinder and the inner layer reinforced concrete cylinder are provided with circular cover plates, the bottom parts of the outer layer reinforced concrete cylinder and the inner layer reinforced concrete cylinder are provided with circular bottom plates, the outer edges of the bottom plates are provided with grooves and tongues, the centers of the bottom plates are provided with circular grooves, the diameters of the circular grooves are the same as the outer, the cover plate and the bottom plate are identical in structure, the inner-layer reinforced concrete cylinder is embedded into the circular groove and fixed, and the outer-layer reinforced concrete cylinder and the inner-layer reinforced concrete cylinder are filled with foam concrete blocks.
Further, the vibration isolation units are arranged in an L shape or a square shape.
Furthermore, the diameter of the reinforced concrete cylinder is 1-1.2m, the diameter of the inner layer reinforced concrete cylinder is 0.5-0.6m, the wall thickness of the outer layer reinforced concrete cylinder and the inner layer reinforced concrete cylinder is 80mm, and the height of the outer layer reinforced concrete cylinder and the inner layer reinforced concrete cylinder is 2-3 m.
Further, the foam concrete block is prepared by recycling foam concrete in the construction waste, the volume of the foam concrete block is not less than 10cm, and the foam concrete block is in any irregular shape.
The utility model has the advantages that:
1. the utility model discloses a mode performance vibration isolation effect of vibration isolation is united with its inside foam concrete block to double-deck concrete drum, and the vibration isolation effect is obvious.
2. The utility model discloses a prefabricated component, construction convenience, construction speed are fast, the transportation is convenient.
3. The utility model discloses used foam concrete block makes building rubbish can obtain reuse for the foam concrete in the building rubbish of retrieving, but resources are saved and the cost is saved.
4. The utility model discloses a vibration isolation unit arranges in a flexible way, can the separation come from the vibration influence of a plurality of directions, for example the building receives the vibration influence of two directions in the west and south, can with the utility model discloses arrange into "L" font, if the building comes from the vibration influence of all sides in four sides, can with the utility model discloses arrange into "mouthful" font.
The utility model discloses mainly build between the place of building and vibration source, can play the effect that causes building structure vibration such as reduction building or road construction, traffic vibration, the utility model discloses the vibration isolation effect is obvious, have obvious guard action to the building, resources are saved and cost-effective, construction convenience, construction speed are fast, the transportation is convenient.
Drawings
FIG. 1 is a perspective view of a prefabricated member of a cylindrical unit type vibration isolation trench vibration isolation unit of the invention;
FIG. 2 is a cross-sectional view taken along line A-A of FIG. 4;
FIG. 3 is a cross-sectional view taken along line B-B of FIG. 2;
FIG. 4 is a cross-sectional view taken along line C-C of FIG. 3;
FIG. 5 is a schematic view of an L-shaped layout of vibration isolation units;
fig. 6 is a schematic view of the vibration isolation unit in a square layout.
In the figure, 1 is an outer layer reinforced concrete cylinder; 2 is an inner layer reinforced concrete cylinder; 3 is a bottom plate; 4 is a foam concrete block; 5 is backfill soil; 6 is field original soil; 7 is the trench boundary; and 8 is a cover plate.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings and examples.
A cylindrical unit type vibration isolation ditch comprises an outer layer reinforced concrete cylinder 1, an inner layer reinforced concrete cylinder 2, a bottom plate 8 and a cover plate 8, the cylindrical unit type vibration isolation ditch is of a prefabricated structure, the vibration isolation ditch is composed of a plurality of vibration isolation units, each unit is a double-layer concrete cylinder and a foam concrete block 4 in the double-layer concrete cylinder, the utility model plays a role in vibration isolation by the mode of joint vibration isolation of the double-layer concrete cylinder and the foam concrete block 4 in the double-layer concrete cylinder, when a vibration wave meets the utility model, rigid concrete has the functions of attenuation and filtration on long period vibration, the flexible foam concrete block 4 has the functions of attenuation and filtration on short period vibration, the vibration wave of long period and short period is attenuated when meeting the utility model by the mode of alternative layered arrangement of the rigid concrete and the flexible foam concrete block 4, and the vibration response of the building to the surrounding vibration source is greatly inhibited, so that the aim of vibration isolation is fulfilled. The utility model discloses the setting is at the building and the main foundation between the vibration source, and should be close to building one side as far as possible, the utility model discloses a vibration isolation unit is arranged in a flexible way, and for example the building receives the vibration influence of western and two directions in the south, can with the utility model discloses arrange into "L" font, if the building comes from the vibration influence of all sides in four sides, can with the utility model discloses arrange into "mouth" font.
The outer layer reinforced concrete cylinder 1 and the inner layer reinforced concrete cylinder 2 are prefabricated reinforced concrete members in prefabricated structures, the outer layer reinforced concrete cylinder 1 and the inner layer reinforced concrete cylinder 2 are both cylinders and are arranged in the vibration isolation ditch, the inner layer reinforced concrete cylinder 2 is arranged inside the outer layer reinforced concrete cylinder 1, the wall thickness of the two cylinders can be 80mm and can be 2-3m, the higher the vibration source is close to the cylinder of the building, namely the vibration isolation ditch is deeper, the outer diameter of the outer layer cylinder can be 1-1.2m, the outer diameter of the inner layer cylinder can be 0.5-0.6m, the cover plate 8 and the bottom plate 3 are completely the same in structure, the cover plate 8 is arranged on the top of the double-layer cylinder, the bottom plate 3 is arranged at the bottom of the cylinder and is circular, the outer edge is provided with a tongue and groove, the center is provided with a circular groove 3-1, the diameter of the circular groove 3-1 is, during construction, the inner layer reinforced concrete cylinder 2 is embedded into the circular groove 3-1 of the bottom plate, and the inner layer reinforced concrete cylinder 2 is embedded into the circular groove 3-1 of the cover plate when the cover plate is arranged.
Foam concrete block 4 be the filling material of double-deck reinforced concrete drum, be the material of the main consumption vibration energy in the vibration isolation ditch, foam concrete belongs to porous material, has low elastic modulus, has good absorption and dispersed effect to the vibration impact load, can greatly consume the energy of vibration wave in the vibration propagation process, the utility model discloses foam concrete in the building rubbish that used foam concrete block 4 can be retrieved makes building rubbish can obtain reuse, and foam concrete block 4 is difficult for the undersize, otherwise is difficult to exert the function of consuming the vibration energy, and the range estimation volume must not be less than 10cm aequility, can use the foam concrete block 4 of arbitrary irregular shape can both exert the function of consuming the vibration energy.
The construction method of the cylindrical unit type vibration isolation ditch is characterized in that when the construction is implemented, the position of the vibration isolation ditch is firstly selected, the vibration isolation ditch is arranged on a foundation between a building and a main vibration source and is close to one side of the building as much as possible, after the position of the vibration isolation ditch is selected, a groove is dug, the dug soil is piled beside the groove and is used as backfill soil 5, the excavation depth is determined by the depth of the building foundation and can be 2-4m, if the building foundation is deeper, the depth of the vibration isolation ditch can be increased for preventing excessive vibration waves from bypassing the vibration isolation ditch, the width of the bottom of the groove is slightly larger than the outer diameter of an outer layer reinforced concrete cylinder 1, then a bottom plate 3 is leveled and laid at the bottom of the groove, then a double layer reinforced concrete cylinder is arranged in the groove, the double layer reinforced concrete cylinder is continuously arranged in the vibration isolation ditch, no gap is reserved between, and the foam concrete block 4 is filled in the double-layer reinforced concrete cylinder without being compacted, then soil is backfilled to the top of the cylinder, a cover plate 8 is arranged on the top of the cylinder, and after the whole vibration isolation ditch is sealed, the soil is backfilled to the ground and tamped to complete the vibration isolation ditch construction.
Example 1:
as shown in fig. 1-5, the present invention is installed on the ground between the building and the main vibration source, and should be as close as possible to one side of the building. The utility model discloses a vibration isolation principle is: rigid concrete has the decay filtering action to long period vibration, and flexible foam concrete block has the decay filtering action to short period vibration, and the mode of arranging through rigid concrete and flexible foam concrete block layering in turn makes the vibration wave of length cycle meet the utility model discloses time tegument layer consumption decay, and then the building obtains very big suppression to vibration source induced vibration response on every side to reach the purpose of vibration isolation.
The utility model discloses a filling material is foam concrete block 4, is the material of the main consumption vibration energy in the vibration isolation ditch, and foam concrete belongs to porous material, has low elastic modulus, has good absorption and the effect of dispersion to the vibration impact load, can be very big at the energy of vibration propagation in-process consumption vibration wave, the utility model discloses foam concrete in the building rubbish of the available recovery of used foam concrete block 4 makes building rubbish can obtain reuse, but resources are saved and save the cost.
The utility model discloses constitute by a plurality of vibration isolation unit, every unit is double-deck concrete drum and its inside foam concrete block 4 and constitutes, the utility model discloses a mode performance vibration isolation effect of double-deck concrete drum and its inside foam concrete block 4 joint vibration isolation.
When the construction is implemented, at first select the vibration isolation ditch position, the vibration isolation ditch sets up the ground between building and main vibration source, and should be close to building one side as far as possible, in this implementation, like figure 5, main vibration source is located building west and south, the vibration isolation ditch should be built in the west and south of building, connect into "L" shape, vibration isolation ditch length is decided by the vibration source apart from building distance, the vibration source is close more to the vibration isolation ditch length arrangement apart from the building and should be longer, if have the vibration source that comes from the all sides around the building, can with the utility model discloses arrange into "mouth" font for the building obtains the protection. After the position of the vibration isolation groove is selected, digging the groove, piling dug soil beside the groove to be used as backfill soil 5, wherein the digging depth is determined by the depth of a building foundation and can be 2-4m, if the building foundation is deep, the depth of the vibration isolation trench can be increased in order to prevent excessive vibration waves from bypassing the vibration isolation trench, the width of the trench bottom is slightly larger than the outer diameter of the outer layer reinforced concrete cylinder 1, then leveling and paving a bottom plate 3 at the bottom of the groove, then arranging double-layer reinforced concrete cylinders in the groove, wherein the double-layer reinforced concrete cylinders are continuously arranged in the vibration isolation groove, no gap is reserved between the concrete cylinders, and the cylinder is filled with the foam concrete block, the foam concrete block 4 is filled in the double-layer reinforced concrete cylinder without compacting, and then backfilling soil to the top of the cylinder, arranging a cover plate 8 on the top of the cylinder, backfilling soil to the ground after the whole vibration isolation ditch is sealed, and tamping to complete the vibration isolation ditch construction.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (4)
1. A cylinder unit formula vibration isolation ditch which characterized in that: the cylindrical unit type vibration isolation ditch is of a prefabricated structure and consists of a plurality of vibration isolation units, each vibration isolation unit comprises an outer layer reinforced concrete cylinder (1), an inner layer reinforced concrete cylinder (2), a bottom plate (3), a foam concrete block body (4) and a cover plate (8), the outer layer reinforced concrete cylinder (1) and the inner layer reinforced concrete cylinder (2) are prefabricated structures and prefabricated reinforced concrete members, the outer layer reinforced concrete cylinder (1) and the inner layer reinforced concrete cylinder (2) are both cylindrical and are arranged in the vibration isolation ditch, the inner layer reinforced concrete cylinder (2) is arranged inside the outer layer reinforced concrete cylinder (1), the circular cover plate (8) is arranged at the top of the outer layer reinforced concrete cylinder (1) and the inner layer reinforced concrete cylinder (2), and the circular bottom plate (3) is arranged at the bottom of the outer layer reinforced concrete cylinder (1) and the inner layer, the reinforced concrete composite floor is characterized in that a groove and a tongue are arranged at the outer edge of the bottom plate (3), a circular groove (3-1) is arranged at the center, the diameter of the circular groove (3-1) is the same as the outer diameter of the inner reinforced concrete cylinder (2), the cover plate (8) is of the same structure as the bottom plate (3), the inner reinforced concrete cylinder (2) is embedded into the circular groove (3-1) and fixed, and the outer reinforced concrete cylinder (1) and the inner reinforced concrete cylinder (2) are filled with foam concrete blocks (4).
2. The cylindrical unit-type vibration isolation trench according to claim 1, wherein: the vibration isolation units are arranged in an L shape or a square shape.
3. The cylindrical unit-type vibration isolation trench according to claim 1, wherein: the diameter of the reinforced concrete cylinder (1) is 1-1.2m, the diameter of the inner reinforced concrete cylinder (2) is 0.5-0.6m, the wall thickness of the outer reinforced concrete cylinder (1) and the wall thickness of the inner reinforced concrete cylinder (2) are 80mm, and the height is 2-3 m.
4. The cylindrical unit-type vibration isolation trench according to claim 1, wherein: the foam concrete block (4) is prepared by carrying out thin-wall dry-rolling on recycled construction waste, the volume of the foam concrete block is not less than 10cm, and the foam concrete block (4) is in any irregular shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020687405.8U CN212427244U (en) | 2020-04-29 | 2020-04-29 | Cylindrical unit type vibration isolation ditch |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020687405.8U CN212427244U (en) | 2020-04-29 | 2020-04-29 | Cylindrical unit type vibration isolation ditch |
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| CN212427244U true CN212427244U (en) | 2021-01-29 |
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| CN202020687405.8U Expired - Fee Related CN212427244U (en) | 2020-04-29 | 2020-04-29 | Cylindrical unit type vibration isolation ditch |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111379281A (en) * | 2020-04-29 | 2020-07-07 | 沈阳促晋科技有限公司 | Cylindrical unit type vibration isolation trench and construction method thereof |
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2020
- 2020-04-29 CN CN202020687405.8U patent/CN212427244U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111379281A (en) * | 2020-04-29 | 2020-07-07 | 沈阳促晋科技有限公司 | Cylindrical unit type vibration isolation trench and construction method thereof |
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Granted publication date: 20210129 Termination date: 20210429 |